My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 1
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TRACY
>
2375
>
2900 - Site Mitigation Program
>
PR0505512
>
WORK PLANS_CASE 1
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/28/2020 12:37:44 PM
Creation date
5/28/2020 12:34:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
CASE 1
RECORD_ID
PR0505512
PE
2950
FACILITY_ID
FA0006827
FACILITY_NAME
BP/MOBIL SERVICE STATION
STREET_NUMBER
2375
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
23207003
CURRENT_STATUS
02
SITE_LOCATION
2375 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
81
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Groundwater Monitoring Well MW-3 will be destroyed using a CME 75 drilling rig <br /> equipped with 12-inch-diameter, hollow-stem augers by drilling to the total depth <br /> of the well construction materials, and rotating sufficiently to bring to the surface <br /> as much of the well construction materials as practical. Due to the close proximity <br /> of property lines and the underground storage tank complex, the 4-inch-diameter <br /> recovery well will be installed in the borehole created during the destruction of <br /> MW-3. <br /> After redrilling Monitoring Well MW-3 to a depth of 10 to 15 feet (approximately <br /> 20 feet in total depth) below the top of the first saturated zone, the borehole will be <br /> converted into a recovery well using 4-inch-diameter, Schedule 40, PVC pipe, with <br /> the appropriate perforations and filter pack. A bentonite spacer will be installed <br /> above the sand pack, and the remainder of the annulus will be sealed with <br /> Portland Type I/II neat cement. The top of the well will be secured with water <br /> tight locking caps and utility boxes finished flush with the ground surface. <br /> Task 3: Develop and Survey the Recovery Well <br /> Well development will be performed to consolidate and stabilize the filter pack to <br /> optimize well production and reduce the turbidity of subsequent groundwater <br /> extracted. The well will be developed on the day of drilling before installation of <br /> the bentonite spacer and neat cement seal. Well development will be accomplished <br /> by alternately using a surge block and submersible pump or bailer to evacuate the <br /> water and sediment. Development will continue to a maximum of 10 saturated <br /> well volumes or until the groundwater is relatively free of sediments. The <br /> recovery well will be surveyed from the top of the casing to 0.01 foot accuracy in <br /> reference to an established benchmark or a common datum. <br /> Task 4: Connect New Recovery Well To Existing Treatment_System <br /> The existing submersible pump in MW-5 will be transferred to the new recovery <br /> well and connected to the existing discharge line between MW-3 and the treatment <br /> system. This will include electrical connection and necessary plumbing. Well <br /> production will be monitored to determine proper control settings. <br /> Task 5: Submit Well Construction Data <br /> Well construction data will be presented in the operation and maintenance report <br /> following installation and connection of the recovery well. <br /> E.\0\10-085\10-085.WP/161493 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.